NCC242179_Site Plan or Location Map_20240730

r GENERAL CONTRACTOR REQUIREMENTS ,SITE BENCHMARK M S
1. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF APPROVED DRAWINGS T EIP W/RIW POST.Wf 811..
O
OF THE WORK SITE AT ALL TIMES THAT THE CONTRACTOR IS PERFORMING V.
WORK. RIGHT OF GUS HORNE ENTRANCE V
2 HE CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS FOR
NORTHING=279,708.88 FT IVY V.
CONSTRUCTION HAVE BEEN OBTAINED PRIOR TO THE s PROVIDED IN THEANDtiNS,THE TERM
DN FASTING=2,458,]38.08 FT ��� V
sPPERLPERFoftMINGGQN3rrepOTlpNpNrHEBITE SITE IA/JPROVEMENTS FOR ELEVATION=26.63 v
4 THE CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND REPORTANr DATUM NAVO 68 Kno/w�what's below.
OD fin
DISCREPANCIES OR CONFLICTS TO THE ENGINEER PRIORI,CONSTRUCTION wwhall t's be wou d N O M
5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY Y dig.
DISCREPANCIES ON THE DRAWINGS OR IN THE FIELD,EITHER PRIOR TO •
BEGINNING WORK OR DURING CONSTRUCTION IN THE FIELD. U IN
6. THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE 7CL. Lt
WITHIN 3 TO 12 BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. C T
1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL f��11
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO CONSTRUCTION AND IS " i
RESPONSIBLE FOR
DAMAG
TO
e INCLUDING BUT
LIMITED
AVEMENT,CURGcolLITIES SIDEWALK
TIDES END SUBDIVISION PROJECT DESIGN SUMMARY
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FOR ONWASA USE ONLY1 't >C
INFRASTRUCTURE WITHIN THE PROJECT SITE OR ALONG ADJOINING PROPERTIES ( 1 W
wcwDlAC Bur DRAINAGE
TO PAVEMENT CURB CTORSHALL REPAIR m
LANDSCAPING,DRAINAGE PIPES,ETC.THE CONTRACTOR SHALL REPAIR AND/OR NUMBER OF LOTS SERVED BY ONWASA WATER............129 LOTS l�
REPLACE AS REQUIRED ALL DAMAGED ITEMS IMMEDIATELY.IF NECESSARY,OR a"WATER MAINS.. ... 4,660 LF i
PRIOR TO THE ENO OF THE PROJECT AT NO COST TO THE OWNER.REPAIRS 6 WATER MAINS.. ... 3,540 LF T
SHALL BE IN ACCORDANCE WITH LOCAL REGULATION REQUIREMENTS AND SHALL 2 WATER MAINS.. ... ..1,640 LF 7 v I
IN
BRING THE DAMAGED ITEM TO A CONDITION SUBSTANTIALLY EQUAL TO ITS FIREHYDRANTS.. 16EA L Imo,
PRIOR STATE. BLOWOFF ASSEMBLIES 6EA ^V
9. THE CONTDRAINAGE.
OR
SHALL ES,EXISNATETING
WITH THEPROPOSED.
ENGINEER PRIOR TO MAKING PHASE II AIR RELEASENACUUM VALVES .............SEA CZ 1
FIELD ADJUSTMENTS IN THE EVENT OF CONFLICTS WITH WATER,SEWER, CZ N
DRAINAGE,OR UTILITY LINES,EXISTING OR PROPOSED. r
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL PROPOSED WATER SYSTEM SYMBOLOGY O E N.
OF ALL
GAL MANNCONSTRUCTION DEBRIS.AND ORGANIC MATERIAL OFF-SITE AND M O M
WALE Proposed 2"Water Main ,^I S 1,0
-• - Proposed 6"Water Main 0k E N
I A PLANNED RESI DENTIAL DEVELOPMENT" - - ProposedWWaterMain m N
N Proposed Water Valve&Box
I. Proposed Reducer O pj
•U
ON- Proposed End of Line Blowoff LI.
l
STUMP SOUND TOWNSHIP - ONSLOW COUNTY - NORTH CAROLINA LL{ ►. Proposed Fire Hydrant Assembly
Proposed Water Service
a O Proposed Air Release/Vacuum Valve
/////Proposed Ductile Iron Pipe(Shown in Profile Views)
*41 -, .. -
IIRALEIGH 11111114110;44. 1.,\.:4.
�'
GENERAL NOTES •
1. OF COORDINATESMEASUREMENT AND USBEARINGS SURVEY FEET.
BASED ON THE NORTH AMERICAN DATUM OF 1983(2011).UNITS
OF MEASUREMENT ARE US SURVEY FEET.
2 BOUNDARY DATA TAKEN FROM MAP TITLED"BOUNDARY SURVEY SHOWING SHELBERT P.CREECH,SR.
ESTATE(OWNER)PREPARED FOR BEAVER CREEK INVESTORS INC.",AS PREPARED BY JOHN L.PIERCE AllII
RKoLS EGISTRY),DATED NAL BOUNDARY
R 20,2020 AND RECORDED IN MB TITLED PG.38IN THE ONSHOW COUNTY ,. �
ii b,..,.
TRACTON.aRLANDINGROADPRE DATA TAKEN RBEAVEFROM MAP KINVETORVEY SINC CHARLOTTE 4.40041 iliil 1 la
BY TRACT
i.cIERCE LANDING
R�sse)PoarEo PREPARED
FOR BEAVER
s1`/zols CREEK
INVESTORS
INm.(OWNER)"
�s Pc�zoa IPnIrerHE RED •
ONSLOW COUNTY REGISTRY. AK IlkIk•
3. PROPERTY ADDRESS IS 126 GUS HORNE ROAD,HOLLY RIDGE,NC 28445. 11
4. DEED REFERENCES=DB 5300,PG 572&DB 4695,PG 18J. ( ilia,Ilk ,� �
5. PIN REFERENCES-425729.811 8 425702875.9. II
6. PROPERTYZONING IS R-15&RA(CONSERVATION TRACT). M
]. THIS PROPERTY IS NOT WITHIN III MILE OF A VOLUNTARY AGRICULTURE DISTRICT. Z^`
8. ALL EDISTR ARE LESS TURKEY CREEK VOLUNTEER ROM ETRE 3 Y FIRE RESCUESTTIO NORTH CAROLINA - W
•
9. THEDJACET TURKEY I�S AREGENERFIREB DENSITY
DEVELOPING
RESIDENTIAL HOLLY RIDGE
10 UNDEVELOPED PROPERTIESA AND TURKEY
DENSItt DEVELOPING RESIDENTIAL PROPERTY,
UND11. E
VELOPED AREBASED
ONWOODLANDS,AND TURKEY CREEK.
ATIONSARE BASED ON NAVD 1988. 1..... E12. EXISTING CONTOUR INTERVALS SHOWN ARE AT TWO FEET.
13. O
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BENCHMARK(S)PRIOR
NY CONSTRUCTION AND SHALL REPORT ANY
A,LY TO THE
14. ALL APROPOSED CORNERS ARE TO BE MARKED WITH I IRON PIPES.SUNLESS IOTHERWISE NOTED. y
15. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORDA\ (l
ENCUMBRANCES,RESTRICTIVE COVENANTS OWNERSHIP TITLE EVIDENCE,OR ANY OTHER FACTS THAT Vi'?I'r.
V/ v
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
16. ANY EXISTING STRUCTURES AND FACILITIES LOCATED ON AND/OR ENCROACHING ON THE PROJECT
TRACT ARE TO BE REMOVED AND/OR OTHERWISE RELOCATED PRIOR TO OR DURING CONSTRUCTION AS R•
SHOWN HEREIN,UNLESS OTHERWISE NOTED.EXISTING UTILITY SERVICES ARE TO BE REMOVED AND V
OTHERWISE ABANDONED UNLESS OTHERWISE NOTED.
11. BUILDING SETBACKS:
a. FRONT:25 FEET(20 FEET ON CORNER LOT STREET SIDE)
la REAR:15 FEET
• BIDE:e FEET TBA
OTHER SETND BACKS AS SHOWN OR NOTED ilitC 18 DRAINAGE• FOOT
AREAS FOLLOWS: U
FOOT EASEMENTS ALONG ALL. _ _ _ ex.
c. Ca
10 FOOT EASEMENTS CENTERED REAR LOT
L SIDEINES LOT LINES. '��/' 7 -'•'� �. 'l1' •,
fO HERFOOTEASSEMENTS S SHOWN
ALL REAR LOT LINES. w
d. OTHER OUT SHOWN ON PLAT ;" 1 �• ',/�� � A,,�� Y
19. COMMUNITY
DEASEMERTY OUTSIDE OF ASSOCIATION.
RIGHT OF WAY SHALL BE MAINTAINED BY THE c�1/I/� `�
COMMUNINPROPERTYOWNER'S ASSOCIATION. 111134,4_1 �11
20. OPEN SPACES SHALL BE MAINTAINED BY THE DEVELOPER UNTIL SUCH TIME AS THEY ARE CONVEYED TO �. Y��,I
AND MAINTAINED BY THE COMMUNITY PROPERTY OWNERS ASSOCIATION. '`��''11 .
21. ALL STREETS TO BE PUBLIC(NC DEPARTMENT OF TRANSPORTATION).RIGHTS OF WAY TO BE _
srnsvWAYS TO BE 60'.T WIDTHS TO BE 26 MEASURED FROM EDGE OF PAVEMENT TO EDGE OF PAVEMENT _23 ALL ____
leO .f� E
24. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20'RADIUS AND PAVEMENT INTERSECT RADII OF 30' � •� . ; „,�,
25. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT STREET INTERSECTIONS % �,-.�i1 =-- Si-t�� E
ACCORDING TO STATE STANDARDS. :0 P�•J-I"V���� Ct
26 FLOOD LINES DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITAL FLOOD MAP FEMA CPN 37204257 ` `' .`` ��,�'1����'
K AND 37204267K(ONSLOW COUNTY)EFFECTIVE DATE JUNE 192020.AS PROVIDED AND SHOWN.PORTIONS OF THIS PROJECT SCALE WITHIN ZONE"XL OVERALL TRACT DATA TIDES END-PHASE II TIDES END-PHASE II �ij`s.,�Q�,.�\ ��IU Q���
2]. SEcnTN4oa NO WAYTLANDS
SHOwn11NED THE DRAwwcOo a5PERNED FIRM.
eTvrlAnrvooDABLISHED Y PROPER,TIDES END-PHASE 11&CONSERVATION TRACT SECTION1-TRACT DATA SECTION III-TRACT DATA ' -ENCES -.,,` ���j, �= " / 1 O
PITTMAN OF PITTMAN SOIL CONSULTING,ON MARCH 23,2023. DEED12 6 DB 4695.PG 187 ZONING&USE DATA ZONING&USE DATA .n, ./� r
NI .01
28. THE BLUE-LINE STREAMS AND ASSOCIATED 50'VEGETATED SETBACKS AS SHOWN HEREIN ARE AS MAP 3MB 75 PG 208 ZONE. ................ ...... R-15 O R-15 ''a`a•r `�'. '��
Y ROBB MAINS.NCDEQ ON AUGUST 282018. TAX 8 PARCEL NUMBER. PARCEL 1&MAP J6I,PARCEL 362 DENSITY ALLOWED .... SUNITS/AC SITY O 5UNITS/AC ,' �i,gUl 1• ,►. • LLI '
DETERMINED BY DENSITY O OS I DENSITY PROPOSED .]UNITSIHC 0.9 UNITS/AG T
29. THE 50'STORMAGTER VEGETATED
WHITE OAK RIVER ABASIN. PIN 14 028160,2 5760E ,,,. \- �: ^`
3o THE so sroRMwarER VECErarEp SETBACK EXTENDS FROM THE BANK OF THE STREAM THE NON PIN .. azs]ozs]sall azsloze]s)ss,azsl67sss3s PROPOSED SITE AREA TABULATIONS PROPOSED s TABULATIONS
"4":'
V/
WETLAND AREA OF THE SETBACK MAY BE CLEARED of GRADED,our MUST BE PLANTED WITH AND TOTAL ACREAGE
VEGETATIVE OR PLANT MATERIAL.NO IMPERVIOUS SURFACES ARE ZONING DATA C TOTAL ACREAGE ....... .....30.fi5AC . 0.id9e'' `�`' MINN",
OPEN SPACES AND COMMON AREA .... 4.18 AC '
MAINTAINED IN,GRASS OR OTHERV - - A
ALLOWED WITHIN THE SETBACK. OPEN SPACES AN COMMON AREA AC
31. BEFORE ERECTING ANY STRUCTURE EACH INDIVIDUAL PROPERTY OWNER SHALL VERIFY THE DOENS O UNITS/AC ACREAGE IN LOTS 3AC ACREAGE IN LOTS ........ .... 24.60 AC ► -2.... /-
STRUCTURES NOT WITHIN THE50 FOOT STORM WATER SETBACK BY MEASURING FROM THE TOP OF PROPOSED ACREAGE IN RIGHT-OFAY 3.51 AC ACREAGE IN RIGHT-OF-WAY .... 1.87AC y� � :111fr
BANK OF THE STREAM AS SHOWN ON THE PLAN.FOR DEFINITION OF TOP OF BANK.CONTACT SEWER DUAL SEPTC SYSTEMS ACREAGE OF WET NDS 3.89AC ACREAGE OF WETLANDS... .... 6.]3 AC _.'o-�l- ��♦.�WILMINGTON REGIONAL NCDEA1LR OFFICE DIVISION OF WATER QUALITY 010796.7215. WATER O S ...... NUMBER OF LOTS .. ..... 26 LOTS --.fl,.32 THIS SUBDIVISION CONTAINS NO KNOWN PROPERTY OR BUILDINGS WITHIN OR ADJACENT TO THE EXIS ING USE O D/WOODED/WETLANDS ....... ... , AVERAGE LOT SIZE .... 68,267 SF ��`,'.', pr UP
!� �`�SUBDIVISION THAT IS LOCATED ON THE NATIONAL REGISTER OF HISTORIC PLACES. PROPOSED USE SINGLE FAMILY RESDENTAL ........ .... , SMALLLLEST LOOT SIIE ...... 16.636 FF '4, a*lk =" �` ' �� � _
33. ALL PROPOSED ELECTRICAL,CABLE,TELEPHONE,OTHER COMMUNICATION WIRING.AND GAS UTILITIES LINEAR FEET OF STREETS .s]3 LF /i'� .li\ �;,, 4J z
FARE RATING. TURKEY CREEK PROPOSED BUILT UPON AREA .16 AC PROPOSED BUILT UPON AREA 2.59 AC " ��� ,,� �/� I'
TO BE DESIGNED AND PROVIDED By OTHERS. ISO RATING
"' a PROPOSED BUILT UPON AREA ..... .12 PROPOSED BUILT UPON AREA% .. 1084% p„0'v `1` 1
34 ALL PROPOSED ELECTRICAL CABLE TELEPHONE,AND OTHER COMMUNICATION WIRING SHALL BE s,1t•.X' .411
I■` , �,��� (1
INSTALLED UNDERGROUND. PROPOSED SITE AREA TABULATIONS t r 7,���
35 UPON APPROVAL OF THE PRELIMINARY DESIGN PLAN SUBMISSION OF CONSTRUCTION DRAWINGS AND TOTAL ACREAGE.. ........._ 1.56AC TIDES END-PHASE II TIDES END-PHASE II •Z
PERMIT APPLICATIONS WILL BE SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEW AND "
APPROVAL Tors Coo c o E DEo 3055, SECTION II-TRACT DATA CONSERVATION-TRACT DATA SCHEDULE OF DRAWINGStin •y
36. STATE OF NORTH CAROLINA SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED. ACREAGEAC VICINITY SKETCH SHEET NAME ^`37. STATE OF NORTH CAROLINA STORMWATER PERMIT REQUIRED. ZONINGS USE DATA W`38. NC DOT ENCROACHMENT AGREEMENTS REQUIRED. ACREAGERESERVED/COMMON. 0 DATA
O 1"=2000' ^
. NCDOTACCESS PERMIT AND SUBDIVISION PLAN APPROVAL REQUIRED. ACREAGE OF 404 WETLANDS - - -- . --FA 1 OVERAL SITE IND W
J2 AC S OWED UNITS/AC
STY O 0GNITSGC 2 OVERALL SITE INDEX
40. SHOW WATER SUPPLV(PWS)PERR9IT IS REQUIRED.PROPOSED WATER FACILITY LOCATIONS AREAS AVE OF LOTS... 329 DENSITY PROPOSED12 UNITS/AC DENSITY PROPOSED NUNITS/AC 3A-3B EXISTING SITE PLANS SHOWN. AVERAGE LOT SIZE.. 40,234 SF S
41. WASTEWATER IS BY INDIVIDUAL SEPTIC SYSTEMS. SMALLEST LOT SIZE.. 4,016 SF PROPOSED SITE AREA TABULATIONS PROPOSED SITE AREATABULATIONS 4ARE PROPOSED SITE PLANS •_
42. PRELIMINARY WATER MAINS AND SERVICES ARE AS SHOWN. LINEAR FEET OF STREET .. 6,723 LF TOTAL ACREAGE. ... 55.61 AC TOTAL ACREAGE ..... ...............20.75 AC 5A-58 WATER SYSTEM PLANS
43. PROPOSED STORM DRAINAGE SHALL BE EITHER NCDOT APPROVED REINFORCED CONCRETE PIPE OR PROPOSED BUILT UPON AREA ......... 12.85 AC OPEN SPACES AND COMMON AREA 1.72 AC OPEN SPACES AND COMMON AREA........... 20.75AC
NCDOT APPROVED HIGH DENSITY POLYPROPYLENE PIPE. PROPOSED BUILT UPON AREA%................ 9.32% ACREAGE IN LOTS 4J.11 AC ACREAGE IN LOTS 0.00 AC 6A-6B GRADING PLANS
44. KNOWN EXISTING AND PROPOSED EASEMENTS ARE AS PROVIDED IN THE PLANS. ACREAGE IN RIGHT-OF Y 6.19 AC 1-14 ROADWAY&WATER PROFILE SHEETS 0
45. SOIL DISPOSAL AND DEBRIS WILL BE HAULED.AS REQ'D. SETBACKS ACREAGE O RIGHT N WAY 20.7AC
AUMBER FL WETLANDS LOT ACREAGE OF WETLANDS... ... 20.]sAC 15 ROADWAY&DRAINAGE DETAILS ^`
16. &IONTRAC CONTRACTOR'S CONTRACTOR'S
IBILI, ITY TO COMPLY WITH CD CONDITIONS PRIOR STAND RDSFOR ALL FRONT YARD 25' AVERAGE
LOT SIOTSZE....
69709E AVERAGE
LOT SIZE
...... ..... BLOTS 118 ONWASA WATER DETAILS
AILA V/
STRETCONST CONSTRUCTION.
ONSIBILITV TO COMPLY WITH NCDOT COh9PACT10N STANDARDS FOR ALL SIDETREE TSIZ SMALLEST
.... N/A 18 ADDITIONAL UTILITY DETAILS I_
SIT ECO TIOS. LIEA R F O S N/A
4T SITECONTRACTORETOSPREAD SPOIL FNTROLALL SPECIFICATIONS.
DITCHES AND BWALEB AND TO STABILIZE SIDE REAR YARD 15 FEET OF NA LF PROPOSED
O STREETS N/A 10 EC,SIENNG&NCGTROL OETET I
SLOPES HOMES TO ONLY
FASEROSIONWITH ALEASTAIC0'MINI. PROPOSED BUILT UPON AREA 8.67AC PROPOSEDBUILT UPON AREA 0.00AC 20 EC,SEEDING DETAILS
48. ALL HOMES TO ONLY FACE STREETS WITH AT LEASTA20'MINIMUM BUILDING SETBACK. PROPOSED BUILT UPON AREA%... 15.58% PROPOSED BUILT UPON AREA% 000% Imam •�
low
TYPICAL ELEMENT SYMBOLOGY LEGEND T PROJECT REVISIONS T PROPERTY OWNER&DEVELOPER / 3-1,-
COVER& VICINITY v
NO. DESCRIPTION BY DATE BEAVER CREEK INVESTORS,INC. lil
PRELIMINARY DRAWINGS
Subdivision Boundary&Phase Lines 10'X 70'Sight triangle Proposed 2"Water Mains EM Proposed Storm Pipe PO BOX 1685
Phase&section ones - ,aa' - E.isnn TopographyCOotoors Pro Proposed 0'water Mains Pi e Flared End seatmn COPYRIGHT 0 2023 BY THOMAS ENGINEERING,P.A. 1 ONSLOW COUNTY TRC JGT 10.09.23 JACKSONVILLE,NC 28541
g p ® p Released for permits only, SITE IMPROVEMENTS
ALL RIGHTS RESERVED.THESE DRAWINGS ARE 2 ONWASA WATER COMMENTS#1 JGT 12.21.23 PHONE:[phone]
---- Adjacent Lot&Subdivision Lines ® Proposed Major Contours - - Proposed 8'Water Mains VY Permanent Stone Outlet Protection INSTRUMENTS OF SERVICE AND AS SUCH REMAIN [e-mail] notreleased for construction. FOR
III
Setback Lines zr- Proposed Minor Contours F- Proposed WOer service c# S# Proposed Channel or Swale THE PROPERTY OF THOMAS ENGINEERING,P.A. 3 ONWASA WATER COMMENTS#2 JGT 02.08.24
SURVEYOR TIDES SUBDIVISION
centerlines SectionILoM 04 Proposed Water Valve&Box Temporary construction Entrance NEITHER THIS DOCUMENT NOR ANY PART OF THIS 4 NCDOT COMMENTS X 3 JGT 02.29.24 11u1t �1w Ir//// END SUBDIVISION
I� JOHN L.PIERCE&ASSOCIATES,P.A. s�v�` tI"//
DOCUMENT MAY BE REUSED,REPRODUCED OR 5 NCDOT HYDRO#2 JGT 03.18.24 p' GIN //O� /'. LJ �+
• • Lot Lines&Corner Nodes Section II Lots * Proposed Reducer sr Temp.Silt Fence and Limits of Disturbance PO BOX 1685-405ORTS C N BLVD(28540) S ,`t` , .X4 NKS``l .� PHASE/1 SE II
JACKSONVILLE.NORTH CAROLINA 28.1 �g `�� I 'gypr /-'1
p -- Drainage Easements Section III Lots S-►� Proposed End of Lino Blowoa ® Temporary Coo-Fiber Waive TRANSMITTED OR MECHANICAL FORM OR BY ANY MEANS, 6 KIOSK LANE SHIFT JGT 04.08.24 OFFICE:s10.HAT 0000 FAX. �¢', 4Lp0 9 ''' '''''Al.c� dtOs� '.
ELECTRONIC INCLUDING BUT NOT .��0=�0 ?• O +Y'-'� 'A PLANNED RESIDENTIAL DEVELOPMENT"
-,, - 404 Wetlands Proposed Pavement A - Proposed Fire Hydrant Assembly ® Temporary Check Dam [e-mail] V tl,A IA '
LIMITED TO PHOTOCOPYING,MICROFILMING AND =F 2 SEAL '4'
.e 50'Vegetated Setbacks Proposed Ductile Iron Pipe(Profile EieRS) Sat Fence E Wattle outlet CONSULTING ENGINEER =9 _ AL -�` STUMP SOUND TWSP-ONSLOW COUNTY-NORTH CAROLINA
���� RECORDING, L BY ANY INFORMATION STORAGE _ 7d- C-438 C.' 10 7
-r - Flood Lines(As Noted) PI000DBd Ai!Release valve [--]sr# Temporary sediment Trap AND RETRIEVAL SYSTEM,WITHOUT PERMISSION IN THOMAS ENGINEERING,P.A. ti=
P.O.BOX 1309-1316-8 COMMERCE DRIVE '11.` _y �.7 SCALE AS SHOWN DATE 09.05.2023
AE,. 575'AEC Line =SB# Temporary Sediment Basin w/Skimmer WRITING FROM THOMAS ENGINEERING,P.A. ,,CAF?�„ %.O e.�.
NEW BERN,NORTH CAROLINA 28563 ,L„
111)
Coastal March Line T} Temporary Diversion Ditch OFFICE 252.63J.2JAS FAX'252 636.2448 ./*19 g 3-'t �� NK 1
ni„,r- Mean High Water Line 1 l [e-mail] t111111 rtt1l PROJECT#:2023-011 SHEETS 10f 20